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1/2"Q1 ANCHOR BOLTS <br /> (7"MIN EMBED)Qa 72"O.C. MAX <br /> OR EQUIVALENT METAL STRAP <br /> ANCHORS FRAMING&SILL PLATE <br /> BY OTHERS <br /> z <br /> GRADE `D � (1)#4 x CONT HORIZONTAL <br /> a � BAR AT TOP OF WALL <br /> �� I I 1=1 I I—I I I <br /> � � ��= i��=-II1=1II-= a .. <br /> �I I -1 I I �I I I � <br /> i `��- �a <br /> _��� <br /> ����;;� ' a . <br /> Q. <br /> d QX <br /> 6"MIN C.I.P. CONCRETE � � <br /> FOUNDATION WALL - <br /> 0 <br /> M <br /> a a <br /> a <br /> #4 x 2'-0" DOWELS(5"MIN EMBED) <br /> CENTERED IN WALL � SLAB-ON-GRADE <br /> @ 48"O.C. (SAND SOIL) ° <br /> OR @ 36"O.C. (SANDY/CLAY SOIL) <br /> a <br /> OR @ 24"O.C. (CLAY SOIL) ° <br /> DOWELS MUST BE WET SET OR ' a a <br /> DRILLED AND EPDXY GROUTED a. a I -- I ��,-I� - <br /> � . � �=;���=; <br /> ° a <br /> ° --� UNREINFORCED CONCRETE <br /> i <br /> ° a STRIP FOOTING,SEE S8 <br /> (18" MIN WIDTH FOR CLAY BACKFILL OR <br /> 16" MIN WIDTH IF 2'-6" MAX <br /> UNBALANCED BACKFILL) <br /> Rev �ate 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: <br /> FOUNDATION DRAWINGS <br /> LOOKOUT/KNEE WALL DETAIL <br /> CLIENT INFORMATION: =� <br /> CHARLES CUDD DE NOVO City: State: Zip: <br /> 15050 23RD AVENUE NORTH 520,Eas`s I'rter308 <br /> Project Number: 10.02628 Minneapolis,MN 55421 <br /> PLYMOUTH, MN 55447 �� Te1763-571-2500 <br /> Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-11 Faz763-577-1168 <br /> Sheet: 6 of 16 �.���e1s.��m <br /> OO COPYRIGHT ULTEIG ENGINEERS INC.2011 <br />